6. Tabulate the value of deflection of the beam at an interval of 0.2m from the left supportand using this values draw the Elastic curve of the beam. Let El = 6x10° Nm²a)600N/m200N/m200N/m2m3m10.8m,0. 8m,6.6mх (т)Ely (N.m³)у (т)у (тт)(GRAPH OF THE ELASTIC CURVE)b)120N/m120N/m2m2m2m6mx (т)Ely (N.m³)у (т)у (тт)(GRAPH OF THE ELASTIC CURVE)

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6. Tabulate the value of deflection of the beam at an interval of 0.2m from the left support and using this values draw the Elastic curve of the beam. Let El = 6x10° Nm? a) 600N/m 200N/m 200N/m 2m 0.8m,0.8m, 3m 6.6m

6. Tabulate the value of deflection of the beam at an interval of 0.2m from the left support and using this values draw the Elastic curve of the beam. Let El = 6x10° Nm? a) 600N/m 200N/m 200N/m 2m 0.8m,0.8m, 3m 6.6m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

100%

6. Tabulate the value of deflection of the beam at an interval of 0.2m from the left support
and using this values draw the Elastic curve of the beam. Let El = 6x10° Nm²
a)
600N/m
200N/m
200N/m
2m
3m
10.8m,0. 8m,
6.6m
х (т)
Ely (N.m³)
у (т)
у (тт)
(GRAPH OF THE ELASTIC CURVE)
b)
120N/m
120N/m
2m
2m
2m
6m
x (т)
Ely (N.m³)
у (т)
у (тт)
(GRAPH OF THE ELASTIC CURVE)

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